Method and coupling for repairing broken conduit

ABSTRACT

Broken conduit is repaired by enlarging the inner diameter at the broken end portion to provide a socket for receiving a coupling that has a male end portion with a reduced radial wall thickness and is configured so that the external diameter of the male end portion is closely received in the socket while the inner diameter thereof corresponds to the original inner diameter of the conduit.

REFERENCE TO RELATED APPLICATIONS

This application is a division of U.S. Ser. No. 10/610,042 filed Jun. 30, 2003.

BACKGROUND OF THE INVENTION

This application relates to a method of repairing broken electrical and plumbing conduit that extends outward from concrete foundations.

Electrical conduit is often embedded in concrete foundations and floors of commercial and residential buildings, so that electrical wiring can be run at a later time. Since concrete foundations and floor are poured before any internal walls and other structures are erected, short sections of conduits extend vertically above the foundation and floor at every location of an electrical source. In large construction projects, there may be hundreds of exposed conduit ends extending from the concrete foundation and floors. In the course of construction, these exposed ends of the electrical conduit are often broken off by workers and equipment in the course of moving materials, erecting interior walls and other construction activities. The broken conduit ends must be repaired so that additional sections of conduit can be connected to them to complete the installation of the electrical systems.

More often than not, the conduit breaks off near the foundation. Consequently, repairing the broken conduit requires breaking up the foundation around the broken conduit end to expose the end so that a coupling can be attached over it. Once the coupling is connected to the exposed broken end, the concrete foundation is patched around the repaired conduit.

Repairing the broken conduit embedded in a concrete foundation is an expensive and time consuming project. A large construction site may have hundreds of exposed conduit ends broken over the course of the construction project. Repairing broken conduit ends is a time consuming expense that is not factored into the cost of most construction projects. Consequently, a method for quickly and easily repairing broken conduit ends is needed.

SUMMARY OF THE INVENTION

The method and specialized repair component for repairing broken conduit ends of this invention eliminates the need to break up the concrete foundation around the broken conduit end. The specialized repair components include a reaming bit for milling out and turning down the inside wall of the broken conduit end and repair couplings for joining a new section of conduit to the broken conduit end. The reaming bit is designed to be used with any conventional handheld power drill. The reaming bit mills out the inside of the broken conduit end so that the repair coupling can be inserted into the broken conduit end. With the coupling fitted into the broken conduit end, a new section of conduit can be connected completing the repair. Because the coupling is inserted into the broken end of the conduit instead of over it, the concrete foundation around the conduit does not have to be disturbed. Consequently, this repair method provides a structurally more secure repair.

Accordingly, an advantage of this invention is that the method eliminates the need to breakup concrete foundations surrounding the broken conduit end, which greatly reduces the time and expense of the repair.

Another advantage of this invention is that the repair method provides a more structurally secure repair because the concrete foundation remains undisturbed.

Another advantage of this invention is that the repair method requires only two specialized repair components: a reaming bit and a repair coupling.

Another advantage of this invention is that the reaming bit is designed to be used in any conventional handheld power drill, which is common and readily available at any construction site.

Another advantage of this invention is that a single user in only a few minutes can prepare a large number of broken conduit ends for repair, turning down the inside walls of the conduit with the drill mounted reaming bit.

Other advantages will become apparent upon a reading of the following description.

BRIEF DESCRIPTION OF THE DRAWINGS

A preferred embodiment of the invention has been depicted for illustrative purposes only wherein:

FIG. 1 is a perspective view of the reaming bit used in the repair method of this invention;

FIG. 2 is an elevated side view of the reaming bit of FIG. 1;

FIG. 3 is an end view of the reaming tool bit of FIG. 1;

FIG. 4 is an exploded view of the reaming tool of FIG. 1;

FIG. 5 is a side view of the reaming tool bit mounted to the chuck of a conventional hand drill being inserted into a broken conduit end embedded in a concrete foundation (shown as a partial side sectional view);

FIG. 6 is a side view of the reaming tool bit mounted to the chuck of a conventional hand drill being withdrawn from the broken conduit end embedded in a concrete foundation showing the bored out inner wall of the broken conduit end (shown as a partial side sectional view);

FIG. 7. is a side sectional view of one embodiment of the repair coupling of this invention being inserted into the bored out broken conduit end;

FIG. 8 is a side sectional view of the repair coupling of FIG. 7 connecting the repaired conduit end and a new section of conduit;

FIG. 9 is an exploded perspective view of a second embodiment of the repair coupling of this invention;

FIG. 10 is an exploded perspective view of a third embodiment of the repair coupling of this invention;

FIG. 11 is a side sectional view of the repair coupling of FIG. 10 connecting the repaired conduit end and a new section of conduit; and

FIG. 12 is a side sectional view of the repair coupling of FIG. 9 connecting the repaired conduit end and a new section of conduit.

DESCRIPTION OF THE PREFERRED EMBODIMENT

The preferred embodiment herein described is not intended to be exhaustive or to limit the invention to the precise form disclosed. It is chosen and described to best explain the invention so that others skilled in the art might utilize its teachings. This invention entails a method of repairing broken electrical conduit embedded in a concrete foundation without breaking up the foundation and the specialized components used in the repair, namely, a reaming bit and various embodiments of a repair coupling.

FIGS. 1-4 illustrate the specialized reaming bit of this invention (designated generally as reference numeral 10), which is used to bore out the inner wall of the broken conduit end. Reaming bit 10 has a conventional design and construction common for drill and milling tools and is intended for use with hand held power drills (reference numeral 8 in FIGS. 5 and 6). As shown, reaming bit 10 includes an interchangeable cutting head 20 and pilot head 28 mounted on a mandrel 30. It should be noted that the reaming bit could also be machined from a solid piece of metal stock (not illustrated in the figures) within the teaching of this invention. The multiple piece design allows interchangeable cutting heads of various sizes to be used with a standard mandrel assembly.

As shown in FIGS. 1-4, cutting head 20 has a cylindrical body 22 and six helical cutting blades 24. Cutting head 20 also has an axial through bore 21, through which the mandrel extends. Each cutting blade has a cutting edge and a cutting face that allows the material shaved from the conduit wall to be expelled upward. The outer diameter of cutting head 20 is sized to mill out and remove material from the inner wall of the broken conduit end to reduce the wall thickness to accommodate the repair coupling. Generally, cutting head 20 is sized to remove approximately one half the thickness of the conduit wall. Pilot head 28 has an axial through bore 29, through which mandrel 30 extends. Mandrel 30 has an integral cylindrical shoulder stop 32 and axial shank 34 that extends axially from opposite ends of the shoulder stop. As shown, cutting head 20 and pilot head 28 are mounted to the proximal end of shank 34 by a bolt 36 that is turned into a threaded axial bore 35 in shank 34. The distal end of shank 34 is used to secure the reaming bit to the chuck of a power drill. A pin 38 extends through lateral bores in cutting head 20 and shank 34 to secure and prevent the cutting head from turning on the mandrel. The outer diameter of the pilot head 28 and shoulder stop 32 are sized to accommodate the inner and outer diameters of the broken conduit end, such that the pilot head is insertable into the broken conduit end and the oversized shoulder stop will abut against the conduit end.

FIGS. 7-14 illustrate different embodiments of the repair couplings of this invention, which are used to join the broken conduit end to a new section of conduit. The repair couplings join the broken conduit ends to new sections of conduit. Because electrical conduit is available in various standardized diameter sizes and wall thicknesses, the repair couplings of this invention are intended to be dimensioned into standardized sizes that accommodate the various diameter sizes and conventions of both plastic and metal electrical conduit. For example, different sizes of repair couplings will be used with each standardized diameter of the electrical conduit, i.e. 1 inch, 3/4 inch, etc. . . In addition, the teachings of this invention encompass variations in the repair coupling that will connect conduit of both identical (straight couplings) and differing diameter sizes (reducer couplings).

FIGS. 7 and 8 illustrate the repair coupling of this invention designated a reference numeral 40. Repair coupling 40 has a single piece construction and is ideally formed from a plastic material, such as acrylonitrile-butadiene-styrene (ABS) or polyvinylchloride (PVC), but can also be cast from a metal such as brass, aluminum or steel. Repair coupling 40 has a tubular body with a larger diameter female end 42 and a smaller diameter male end 44. Repair coupling 40 is dimensioned so that male end 44 can be inserted directly into the reamed conduit end with a snug fit and a new section of conduit can be inserted into the female end. As shown, the thickness of the sidewall of male end 44 are significantly thinner than the sidewall of female end 42, and is approximately one half the thickness of the sidewall of the reamed conduit end in which it is inserted. For a 3/4 inch sized repair coupling, the sidewall thickness at male end 44 is approximately 0.0640 inches (generally ranging between 0.0600-0.0700 inches) and the sidewall thickness at the female end is approximately 0.1260 inches (generally ranging between 0.1200-0.1300 inches). For a one inch sized repair coupling, the sidewall thickness at male end 44 is approximately 0.0675 inches (generally ranging from 0.0670-0.0680 inches) and the sidewall thickness at the female end is approximately 0.1425 (generally ranging from 0.1400-0.1500 inches). The tubular sidewalls of repair coupling 40 form a cylindrical passage therethrough. As shown in FIG. 8, the inner diameter of female end 42 is slightly greater than the inner diameter of male end 44, which forms a shoulder 46. Shoulder 46 acts as a stop of the new conduit section.

FIGS. 9-12 illustrate another embodiment of the repair coupling of this invention designated as reference numeral 50. Repair coupling 50 has a two piece component design that includes an inner sleeve 52 and an outer collar designated as 60 in FIGS. 9 and 11 and as 70 in FIGS. 10 and 12. Both the inner sleeve 52 and outer collar 60 and 70 may be formed from a plastic material, such as acrylonitrile-butadiene-styrene (ABS) or polyvinylchloride (PVC), or cast from a metal such as brass, aluminum or steel. Again, repair coupling 50 is intended to be sized and dimensioned into standard sizes that accommodate the various diameter sizes and conventions of both plastic and metal electrical conduit. Generally, inner sleeve 52 is constructed of plastic and outer collars 60 and 70 are constructed of metal and are conventional conduit connectors of standard size. Inner sleeve 52 has a generally tubular body with smooth axial bore 53. As shown in FIGS. 11 and 12, one end 54 of sleeve 52 is dimensioned for insertion into the reamed conduit end while the other end 56 is dimensioned for insertion into one end of outer collar 60 or 70. As shown, outer collars 60 and 70 differ only in that collar 70 has a threaded mouth for receiving threaded electrical conduit, while collar 60 has a smooth mouth for receiving non-threaded conduit, such as EMT (electrical metallic tubing). A small screw 62 is turned into a threaded side bore 63 in collar 60 to secure the new section of conduit into the collar.

FIGS. 5-12 illustrate the various steps in the method of this invention for repairing the broken conduit end designated generally as reference numeral 2 embedded in a concrete foundation 3. Often the broken conduit end extending from the concrete foundation is jagged and uneven and may extend some distance above the foundation. Initially, broken conduit end 3 is often cut at the surface of foundation 3 to provide a clean and straight end for repair, as shown in FIG. 5. As illustrated in FIGS. 5 and 6, reaming bit 10 is used to mill out the inside of the broken conduit end 2. Pilot head 28 guides and centers cutting head 20 as a user inserts reaming bit 10 into broken conduit end 2. The user inserts reaming bit 10 into the broken conduit end until shoulder stop 32 abuts the end of the conduit, whereby the rotating cutting head 20 reams out the inside of sidewall 4 to reduce the thickness of the conduit sidewall to a set depth substantially equal to the length of the cutting head. When reaming bit 10 is withdrawn from broken conduit end 2, the inside of conduit sidewall 4 has been reamed out (turned down) to receive the repair coupling. Next, the repair coupling is fitted to the reamed conduit end 2 (FIGS. 6 and 7). Typically, the male end of the repair coupling is hand pressed into the reamed conduit end and a joint compound is used to permanently join the repair coupling to the conduit. The last step, illustrated in FIGS. 8, 11 and 12 is to connect a new section of conduit designated as reference numeral 6 in FIGS. 8 and 11, and as 6 a in FIG. 12 to the repair coupling. Again a joint compound is typically used to join the new conduit section 6 while conduit section 6 a is joined by way of cooperating threads. Once the new conduit section is joined, wiring can be run within the repaired conduit system.

ADVANTAGES

One skilled in the art will note several advantages of this repair method and specialized repair components of this invention. The method eliminates the need to breakup concrete foundations surrounding the broken conduit end, which greatly reduces the time and expense of the repair. The repair method requires only the specialized reaming bit and a repair coupling. The reaming bit is deigned to be used in any conventional handheld power drill, which is common and readily available at any construction site. In a matter of minutes, a single user can prepare a large number of broken conduit ends for repair, turning down the inside walls of the conduit with the drill mounted reaming bit. The reaming bit is a relatively small component that can be carried by workers with little inconvenience. The repair method also does not require the repairer to carry any other additional tools.

The repair couplings are small, inexpensive piece parts, whose cost is significantly less than the cost of repairing a concrete foundation. The repair couplings are generally constructed from plastics and can be produced in various sizes in large quantities with great cost effectiveness. The single piece design of the first embodiment of the repair coupling is well suited for low cost plastic construction. The two piece design of the repair coupling of the second embodiment allows the combination of both plastic and metal conduit. Building codes often require metal conduit be run from the foundation up. Consequently, plastic conduit must often be mated with metal conduit at the foundation. The two piece design of the second embodiment allows plastic inner sleeves to be mated with plastic or metal collars. The repair coupling provides a convenient interconnection between the plastic conduit inside the foundation and metal conduit run above the foundation if required. In addition, the inner sleeves are designed to fit into conventional collars that are common and readily available in the industry further reducing costs.

It should be noted that the repair method of this invention also provides a more structurally secure repair. Patched concrete foundation never has the integrity of the original foundation and is subject to cracks, as well as an unsightly appearance. Consequently, eliminating the need to break up and patch the concrete foundations is a significant advantage of this repair method. While the inside of the sidewalls of the conduit are turned down, the concrete foundation, which is left undisturbed around the conduit end, provides sufficient structural support to the repair coupling and new conduit sections. Because the concrete foundation surrounds the broken conduit end, the turned down sidewall of the conduit is reinforced from outside forces that may fracture or crack the conduit.

It is understood that the above description does not limit the invention to the details given, but may be modified within the scope of the following claims. 

1. A method for repairing a broken length of electrical conduit embedded in a foundation and connecting the broken length of conduit to a second length of electrical conduit without damaging the foundation, where the broken length of electrical conduit has a tubular sidewall that defines an axial bore and that terminates in a broken conduit end partially exposed from the foundation, the method comprising the following steps: a. enlarging the axial bore of the broken conduit end to form a reamed conduit end; b. inserting a repair coupling into the reamed conduit end; c. attaching the second length of electrical conduit to the repair coupling.
 2. The method of claim 1 wherein step a includes reaming out a portion of the tubular sidewall of the broken conduit end.
 3. The method of claim 2 wherein the reaming of the tubular sidewall of the broken conduit end reduces the thickness of the tubular sidewall of the reamed conduit end by approximately one half.
 4. The method of claim 1 wherein the repair coupling of step b includes a tubular body defining an axial bore therethrough and terminating axially in an open male body portion adapted for axial insertion into the reamed conduit end and an open female body portion adapted to axially receive the second length of electrical conduit.
 5. A combination comprising a first length of electrical conduit having an elongated tubular sidewall terminating in a first open end embedded in the foundation and a second open end extending outward from the foundation, the tubular sidewall defining an axial bore therethrough, which is larger in diameter at the second open end than at the first open end; a second length of electrical conduit; and a repair coupling for connecting the first length of electrical conduit to the second length of electrical conduit, the repair coupling including a tubular body defining an axial bore therethrough and terminating axially in an open male body portion adapted for axial insertion into the second open end of the first length of electrical conduit and an open female body portion adapted to axially receive the second length of electrical conduit.
 6. The combination of claim 5 wherein the male body portion is an elongated tubular sleeve part, the female body portion is a tubular collar part having opposed open ends, the tubular sleeve is axially fitted into one of the open ends of the collar part.
 7. The combination of claim 6 wherein the sleeve part is constructed of a plastic material.
 8. The combination of claim 6 wherein the collar part is constructed of a metal material.
 9. A repair coupling for repairing tubular conduit having a cylindrical peripheral wall with cylindrical inner and outer surfaces; said coupling including a male end portion having a cylindrical peripheral wall with cylindrical inner and outer surfaces; said coupling including an opposite end portion having a cylindrical peripheral wall with cylindrical inner and outer surfaces; said cylindrical outer surface of said opposite end portion having a greater diameter than the diameter of said outer surface of said male end portion to provide an outwardly extending external shoulder at the intersection between said male end portion and said opposite end portion; the inner surface of said male end portion having the same diameter as the diameter of the inner surface of the tubular conduit to be repaired; the male end portion peripheral wall having a radial thickness that is less than the radial thickness of the peripheral wall of a tubular conduit to be repaired; and the outer surface of the male end portion having a diameter that is smaller than the diameter of the outer surface of the tubular conduit to be repaired; whereby a cylindrical socket having a socket diameter intermediate the diameters of the inner and outer surfaces of the tubular conduit to be repaired may be reamed in an end portion of the tubular conduit to be repaired for closely receiving the male end portion of the coupling with the inner surface of the male end portion peripheral wall and the inner surface of the conduit to be repaired being aligned to provide a cylindrical constant diameter passage therethrough while the coupling opposite end portion is connectable with another tubular conduit of the same size and shape as the conduit to be repaired.
 10. The coupling of claim 9 wherein the inner surfaces of the male and opposite end portions have the same diameter.
 11. The coupling of claim 10 wherein the outer surface of the opposite end portion has a diameter that is the same as the diameter of the tubular conduit to be repaired, and the opposite end portion is connectable with another conduit of the same size and shape as the conduit to be repaired by way of a socket fitting that has a socket in which the opposite end portion of the repair coupling is closely receivable.
 12. The coupling of claim 10 wherein the radial thickness of the opposite end portion peripheral wall is two times the thickness of the male end portion peripheral wall.
 13. The coupling of claim 9 wherein said opposite end portion has a socket therein with a socket diameter that is sized for closely receiving an end portion of a tubular conduit having the same size and shape as the tubular conduit to be repaired.
 14. A method of repairing a broken conduit end portion of a cylindrical conduit comprising the steps of: reducing the radial wall thickness of the conduit end portion to provide a joining portion; attaching a repair coupling to the joining portion; the repair coupling being configured to provide attachment thereto of a second conduit of the same size as the broken conduit end portion while providing a continuous internal passage from the broken conduit end portion to the second conduit that is at least as large as the internal passages in the broken end portion and in the second conduit.
 15. The method of claim 14 including the steps of attaching a transition collar to the repair coupling and attaching the second conduit to the transition coupling.
 16. The method of claim 14 wherein the repair coupling is provided with a socket and the second conduit is attached to the repair coupling by inserting an end portion of the second conduit in the socket.
 17. The method of claim 14 wherein the repair coupling has a joining portion with a radial wall thickness that is generally the same as the amount by which the radial wall thickness of the broken conduit end portion is reduced, and the repair coupling being attached to the broken conduit end portion by positioning the joining portion in the space vacated by reducing the radial wall thickness of the broken conduit end portion.
 18. The method of claim 14 wherein the step of reducing the radial wall thickness of the conduit end portion is carried out by enlarging the inner diameter of the conduit end portion.
 19. A method of repairing a broken end portion of a first cylindrical conduit having a first cylindrical internal passage comprising the steps of: reducing the radial wall thickness of the broken end portion; attaching a repair coupling to the reduced wall thickness portion of the broken end portion; attaching to the repair coupling a second cylindrical conduit of the same size as the first cylindrical conduit and having a second cylindrical internal passage of the same size as the first cylindrical internal passage; the repair coupling being configured to provide an internal transition passage therethrough that is not smaller than the first and second cylindrical internal passages.
 20. The method of claim 19 including the step of attaching the second conduit to the repair coupling by way of a collar.
 21. The method of claim 19 including the step of attaching the second conduit to the repair coupling by way of a repair coupling socket in which an end portion of the second conduit is received.
 22. The method of claim 19 wherein the step of reducing the radial wall thickness of the conduit end portion is carried out by enlarging the inner diameter of the conduit end portion.
 23. A method of repairing a broken stub of a cylindrical conduit projecting from a concrete mass comprising the step of: enlarging the inner diameter of the broken stub; and inserting an end portion of a sleeve into the enlarged inner diameter of the stub; the sleeve end portion having an inner diameter that corresponds to the original inner diameter of the broken stub prior to enlargement thereof.
 24. A generally cylindrical sleeve for repairing a broken stub of a first cylindrical conduit by enlarging the inner diameter of the stub to provide a socket, the sleeve having a first end portion that is configured for close reception in the socket and has an inner diameter that corresponds to the original inner diameter of the stub prior to enlargement thereof, and the sleeve having an opposite end portion configured for connection with a second cylindrical conduit of the same size as the first cylindrical conduit.
 25. The sleeve of claim 24 wherein the opposite end portion of the sleeve has a sleeve socket for closely receiving an end portion of the second cylindrical conduit.
 26. The sleeve of claim 24 wherein the sleeve opposite end portion is configured for attachment to a collar that has a collar socket for closely receiving an end portion of the second cylindrical conduit. 